Upgradation Of Panchayat Union Roads / Panchayat Roads In Pattukottai ( H ) Nabard And Rural Roads Sub Division ( Package No . 47 ) , Pattukottai-Tamil Nadu

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Pattukottai , Tamil Nadu

Tender Brief : Upgradation Of Panchayat Union Roads / Panchayat Roads In Pattukottai ( H ) Nabard And Rural Roads Sub Division ( Package No . 47 )

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Refer document

EMD
₹ 309000.0 /-

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₹ 5.96 Crore /-

Submission Date
22-07-2020

Competition Type
Indian

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Package No. 47 Upgradation of Panchayat Union Roads / Panchayat Roads in Pattukkottai (H) NABARD and Rural Roads Sub Division 1.Upgradation of PUMS - Keelatheru road Km 0/0-1/0- Road A 2.Upgradation of Suriyamoorthypuram east street road Km 0/0-0/800 - Road B 3.Upgradation of Vengarai - Kayavur Kavalkaran theru road Km 0/0-2/100 - Road C 4.Upgradation of Pathirankottai south - Kayavur road Km 0/0-2/700 - Road D 5.Upgradation of Thippanviduthi - Rangiyanviduthi road Km 0/0-2/950 - Road E
1	1	Clearing the light jungle on Road side as per standard specification as directed by the departmental officers and including all other incidental charges etc., complete as per MORTH Vth Revision 111, 112, 201
2	1.01	Road - A	840	Square Metre
3	1.02	Road - B	600	Square Metre
4	1.03	Road - C	2340	Square Metre
5	1.04	Road - D	2796	Square Metre
6	1.05	Road - E	2892	Square Metre
7	2	Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per MORTH Vth Rev., 111, 112 & 201\na) box cutting for widening portion
8	2.01	Road - A	61.88	Cubic Metre
9	2.02	Road - B	206.8	Cubic Metre
10	2.03	Road - C	448.54	Cubic Metre
11	2.04	Road - E	200.14	Cubic Metre
12	3	Collection and supply of with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including watering, with ali leads for water and al1 other incidental charges, etc., complete as per MORTH Vth Revision 304.
13	3.01	Road - A	2583.75	Cubic Metre
14	4	Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading V of MORT&H Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification as per MORTH Vth Revision 111, 112, 401, 900
15	4.01	Road - A	463.5	Cubic Metre
16	4.02	Road - B	63.63	Cubic Metre
17	4.03	Road - C	236.07	Cubic Metre
18	4.04	Road - D	270.38	Cubic Metre
19	4.05	Road - E	80.06	Cubic Metre
20	5	Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading III of MORT&H Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification as per MORTH Vth Revision 111, 112, 401, 900
21	5.01	Road - A	386.26	Cubic Metre
22	5.02	Road - B	111.35	Cubic Metre
23	5.03	Road - C	212.47	Cubic Metre
24	5.04	Road - E	66.71	Cubic Metre
25	6	Picking the existing BT surface, leveling and sectioning in accordance with specifications and as directed by the Engineer as per MORTH Vth Revision 111, 112, 202, 305.4.3, 501
26	6.01	Road - A	224.58	Square Metre
27	6.02	Road - B	852.15	Square Metre
28	6.03	Road - C	2117	Square Metre
29	6.04	Road - D	3446.88	Square Metre
30	6.05	Road - E	3525.08	Square Metre
31	7	Providing and laying, spreading and compacting graded stone aggregate Wet mix macadam specification including pre-mixing the material with water at OMC in base mix plant (Pugmill) carriage of mixed material by tipper to site and laying in uniform layers in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORTH Vth Revision 111, 112, 406, 900\n
32	7.01	Road - A	873.57	Cubic Metre
33	7.02	Road - B	670.43	Cubic Metre
34	7.03	Road - C	1983.36	Cubic Metre
35	7.04	Road - D	2137.99	Cubic Metre
36	7.05	Road - E	1752.89	Cubic Metre
37	8	Providing and laying of Prime coat using Emulsion bitumen (SS1 Type) at the rate of 7Kg/10 Sqm. over the WMM surface preparatory to another bituminous construction over it as per MORTH Vth Revision 111, 112, 501, 502, 900
38	8.01	Road - A	3763.75	Square Metre
39	8.02	Road - B	3192.75	Square Metre
40	8.03	Road - C	7939	Square Metre
41	8.04	Road - D	10351.9	Square Metre
42	8.05	Road - E	11115.2	Square Metre
43	9	Providing and laying of tack coat using Emulsion bitumen (RS1 Type) at the rate of 2.50 Kg./ 10 Sqm. over the Primed surface preparatory to another bituminous construction over it as per MORTH Vth Revision 111, 112, 501, 503, 900
44	9.01	Road - A	3763.75	Square Metre
45	9.02	Road - B	3192.75	Square Metre
46	9.03	Road - C	7939	Square Metre
47	9.04	Road - D	10351.9	Square Metre
48	9.05	Road - E	11115.2	Square Metre
49	10	Providing and laying of tack coat using Emulsion bitumen (RS1 Type) at the rate of 3.00 Kg./ 10 Sqm. over the dry lean cement surface preparatory to another bituminous construction over it as per MORTH Vth Revision 111, 112, 501, 503, 900
50	10.01	Road - C	6	Square Metre
51	10.02	Road - E	47.25	Square Metre
52	11	Bituminous macadam of 50mm thickness which work shall consist of construction, in a single course of compacted crushed aggregates premixed with bituminous binder 60/70 grade bulk bitumen which will be procurred by the Contractor at the rate of 3.5 percent by weight of the total mix, to serve as base / binder couse, in accordance with the requirement of the specifications and in conformity with the drawing or as directed by the Engineer using approved CMP and paver finisher as per MORTH Vth Revision 111, 112, 501, 504, 900.
53	11.01	Road - A	188.19	Cubic Metre
54	11.02	Road - B	159.94	Cubic Metre
55	11.03	Road - C	397.27	Cubic Metre
56	11.04	Road - D	517.6	Cubic Metre
57	11.05	Road - E	556.17	Cubic Metre
58	12	Providing and laying 30 mm thick compacted Bituminous Concrete which shall consist of construction of a single course binder / wearing course on a previously prepared bituminous base to the requirements of the specification using 60/70 Grade bitumen as per MORTH Vth Revision 111, 112, 5012, 900
59	12.01	Road - A	112.92	Cubic Metre
60	12.02	Road - B	95.96	Cubic Metre
61	12.03	Road - C	238.88	Cubic Metre
62	12.04	Road - D	310.56	Cubic Metre
63	12.05	Road - E	333.7	Cubic Metre
64	13	Collection and supply of carted earth including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer for Berms with an average lead of 5 Km. as per MORTH Vth Revision 111, 112, 202, 301, 302, 303, 305, 900
65	13.01	Road - A	1045	Cubic Metre
66	13.02	Road - B	356.33	Cubic Metre
67	13.03	Road - C	693	Cubic Metre
68	13.04	Road - D	1715	Cubic Metre
69	13.05	Road - E	1960.61	Cubic Metre
70	14	Providing and erecting of Direction and Place Identification Retro - Reflectorised sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standard of IRC -67: 2012 and ASTM D 4956-09 specification and fixed over 2mm thick aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild Steel angle anbd suported on a mild steel angle post 75x75x6 mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x60cm size including cost and conveyances of all materials, equipment, Machinery and lobour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro- reflection as per Table 6.6 of IRC 67-2012.The retro - reflective sheeting shall be covered under 7 years warranty issued for filed performance and a certified copy of three years out door exposure report shall be obtained as per IRC 67:2012 as per MORTH &H 801) (for area more than 0.90sqm) for sign having\n
71	14.01	Road - A	5.4	Square Metre
72	14.02	Road - B	3.24	Square Metre
73	14.03	Road - C	6.48	Square Metre
74	14.04	Road - D	6.48	Square Metre
75	14.05	Road - E	6.48	Square Metre
76	15	Providing R.C.C M15 grade Precast KM Stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc complete as per MORTH Vth specification No.804
77	15.01	Road - C	2	Nos.
78	15.02	Road - D	2	Nos.
79	15.03	Road - E	2	Nos.
80	16	Providing R.C.C M15 grade Precast HM Stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc complete as per MORTH Vth Revision 804
81	16.01	Road - A	4	Nos.
82	16.02	Road - B	4	Nos.
83	16.03	Road - C	8	Nos.
84	16.04	Road - D	11	Nos.
85	16.05	Road - E	12	Nos.
86	17	Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall “W” beams posts and spacer channels shall be made by cold roll forming using HR confirm to IS 5986 FE 410/360 and dip galvanized having Zinc Mass of 550gms/sqm, minimum 950mm above road/ ground level fixed on ISMC series channel vertical post 150x75x75mm spaced 2m center to center 312mmx83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized confirming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer – in – charge.
87	17.01	Road - A	85	Running Metre
88	17.02	Road - E	75	Running Metre
89	17.03	RECONSTRUCTION OF RCC BOX CULVERTat Km. 0/6 of Road B, at Km. 0/2 of Road C, at Km. 0/4, 0/6 (i) (ii), 0/8, 1/4 & 1/10 of Road E
90	18	Dismantaling the existing brick / masonry in cement mortar walls salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., complete as per MORTH Vth Revision 111,112,202
91	18.01	Road - B	1.85	Cubic Metre
92	18.02	Road - C	1.85	Cubic Metre
93	18.03	Road - E	29.87	Cubic Metre
94	19	Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION as per MORT V Revision 304.
95	19.01	Road - B	31.2	Cubic Metre
96	19.02	Road - C	31.2	Cubic Metre
97	19.03	Road - E	239.97	Cubic Metre
98	20	Providing filling M Sand (Crushed stone sand) including cost and conveyance of M sand to work site laying and filling in layers tamping under optimum moisture content to get the maximum dry density including watering with all leads for good water and all other incidental charges etc., complete for as per MORTH Vth Revision
99	20.01	Road - B	5.16	Cubic Metre
100	20.02	Road - C	5.16	Cubic Metre
101	20.03	Road - E	35.31	Cubic Metre
102	21	Vibrated cement concrete M20 Grade (Nominal mix 1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for FOUNDATION OF BODY WALL (Below Sill Level) as per MORTH Vth Revision 1000, 1500, 1700, 2100.
103	21.01	Road - B	14.98	Cubic Metre
104	21.02	Road - C	14.98	Cubic Metre
105	21.03	Road - E	128.56	Cubic Metre
106	22	Vibrated Reinforced Cement Concrete M25 (Design mix (1:1.5:3) using HBG graded metal 20mm and below ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but includingcost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BOX CULVERT as per MORTH Vth Revision 1000, 1500, 1600, 1700, 2100.
107	22.01	Road - B	17.05	Cubic Metre
108	22.02	Road - C	17.05	Cubic Metre
109	22.03	Road - E	133.35	Cubic Metre
110	23	Supply and fabrication of steel grade Fe-500 required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills,hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges, etc., complete as per standard specification as per MORTH Vth Revision 1000, 1600.
111	23.01	Road - B	1.3	Metric Tonne
112	23.02	Road - C	1.3	Metric Tonne
113	23.03	Road - E	9.3	Metric Tonne
114	24	Vibrated cement concrete M20 Grade (Nominal mix 1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for SUBSTRUCTURE OF BOX CULVERT AND PARAPET (Above Sill Level) as per MORTH Vth Revision 1000, 1500, 1700, 2100.
115	24.01	Road - B	9.01	Cubic Metre
116	24.02	Road - C	9	Cubic Metre
117	24.03	Road - E	82.77	Cubic Metre
118	25	Filling behind Abutments and Wings with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including watering, with ali leads for water and al1 other incidental charges, etc., complete as per MORTH Vth Revision 304.
119	25.01	Road - B	7.46	Cubic Metre
120	25.02	Road - C	7.46	Cubic Metre
121	25.03	Road - E	60.87	Cubic Metre
122	26	Refilling the excavated earth complying with the standard specification for filling in the foundation trench includin labour charges etc., complete as per MORTH Vth Revision 304
123	26.01	Road - B	2.85	Cubic Metre
124	26.02	Road - C	2.85	Cubic Metre
125	26.03	Road - E	22.15	Cubic Metre
126	26.04	CONSTRUCTION OF RETAINING WALL at Km. 0/10, 1/10 & 2/8 of Road D
127	27	Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION as per MORTH Vth Revision 304
128	27.01	Road - D	240	Cubic Metre
129	28	Vibrated Cement concrete M20 Grade Nominal mix (1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for FOUNDATION RETAINING WALL (Levelling course) as per MORTH V 1000, 1500, 1700, 2100.
130	28.01	Road - D	60	Cubic Metre
131	29	Vibrated Cement concrete M20 Grade Nominal mix (1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for FOUNDATION RETAINING WALL (Below Sill level) as per MORTH V 1000, 1500, 1700, 2100.
132	29.01	Road - D	138.16	Cubic Metre
133	30	Vibrated Cement concrete M20 Grade Nominal mix (1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for BODY WALL OF RETAINING WALL (Above sill level) as per MORTH Vth Revision 1000, 1500, 1700, 2100.
134	30.01	Road - D	236.83	Cubic Metre
135	31	Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORTH Vth 2700
136	31.01	Road - D	100	Nos.
137	32	Refilling the excavated earth complying with the standard specification for filling in the foundation trench includin labour charges etc., complete as per MORTH Vth Revision 304
138	32.01	Road - D	277	Cubic Metre
139	33	Calculation of SubTotal, GST and Total carried out by system automatically
140	34	Sub Total Amount for above all items (excluding GST)	1	subtotal
141	35	GST 12% for above SubTotal Amount	1	gst

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Upgradation Of Panchayat Union Roads / Panchayat Roads In Pattukottai ( H ) Nabard And Rural Roads Sub Division ( Package No . 47 ) , Pattukottai-Tamil Nadu

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Package No. 47 Upgradation of Panchayat Union Roads / Panchayat Roads in Pattukkottai (H) NABARD and Rural Roads Sub Division 1.Upgradation of PUMS - Keelatheru road Km 0/0-1/0- Road A 2.Upgradation of Suriyamoorthypuram east street road Km 0/0-0/800 - Road B 3.Upgradation of Vengarai - Kayavur Kavalkaran theru road Km 0/0-2/100 - Road C 4.Upgradation of Pathirankottai south - Kayavur road Km 0/0-2/700 - Road D 5.Upgradation of Thippanviduthi - Rangiyanviduthi road Km 0/0-2/950 - Road E
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Clearing the light jungle on Road side as per standard specification as directed by the departmental officers and including all other incidental charges etc., complete as per MORTH Vth Revision 111, 112, 201
2	1.01	Road - A		840	Square Metre
3	1.02	Road - B		600	Square Metre
4	1.03	Road - C		2340	Square Metre
5	1.04	Road - D		2796	Square Metre
6	1.05	Road - E		2892	Square Metre
7	2	Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per MORTH Vth Rev., 111, 112 & 201\na) box cutting for widening portion
8	2.01	Road - A		61.88	Cubic Metre
9	2.02	Road - B		206.8	Cubic Metre
10	2.03	Road - C		448.54	Cubic Metre
11	2.04	Road - E		200.14	Cubic Metre
12	3	Collection and supply of with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including watering, with ali leads for water and al1 other incidental charges, etc., complete as per MORTH Vth Revision 304.
13	3.01	Road - A		2583.75	Cubic Metre
14	4	Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading V of MORT&H Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification as per MORTH Vth Revision 111, 112, 401, 900
15	4.01	Road - A		463.5	Cubic Metre
16	4.02	Road - B		63.63	Cubic Metre
17	4.03	Road - C		236.07	Cubic Metre
18	4.04	Road - D		270.38	Cubic Metre
19	4.05	Road - E		80.06	Cubic Metre
20	5	Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading III of MORT&H Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification as per MORTH Vth Revision 111, 112, 401, 900
21	5.01	Road - A		386.26	Cubic Metre
22	5.02	Road - B		111.35	Cubic Metre
23	5.03	Road - C		212.47	Cubic Metre
24	5.04	Road - E		66.71	Cubic Metre
25	6	Picking the existing BT surface, leveling and sectioning in accordance with specifications and as directed by the Engineer as per MORTH Vth Revision 111, 112, 202, 305.4.3, 501
26	6.01	Road - A		224.58	Square Metre
27	6.02	Road - B		852.15	Square Metre
28	6.03	Road - C		2117	Square Metre
29	6.04	Road - D		3446.88	Square Metre
30	6.05	Road - E		3525.08	Square Metre
31	7	Providing and laying, spreading and compacting graded stone aggregate Wet mix macadam specification including pre-mixing the material with water at OMC in base mix plant (Pugmill) carriage of mixed material by tipper to site and laying in uniform layers in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORTH Vth Revision 111, 112, 406, 900\n
32	7.01	Road - A		873.57	Cubic Metre
33	7.02	Road - B		670.43	Cubic Metre
34	7.03	Road - C		1983.36	Cubic Metre
35	7.04	Road - D		2137.99	Cubic Metre
36	7.05	Road - E		1752.89	Cubic Metre
37	8	Providing and laying of Prime coat using Emulsion bitumen (SS1 Type) at the rate of 7Kg/10 Sqm. over the WMM surface preparatory to another bituminous construction over it as per MORTH Vth Revision 111, 112, 501, 502, 900
38	8.01	Road - A		3763.75	Square Metre
39	8.02	Road - B		3192.75	Square Metre
40	8.03	Road - C		7939	Square Metre
41	8.04	Road - D		10351.9	Square Metre
42	8.05	Road - E		11115.2	Square Metre
43	9	Providing and laying of tack coat using Emulsion bitumen (RS1 Type) at the rate of 2.50 Kg./ 10 Sqm. over the Primed surface preparatory to another bituminous construction over it as per MORTH Vth Revision 111, 112, 501, 503, 900
44	9.01	Road - A		3763.75	Square Metre
45	9.02	Road - B		3192.75	Square Metre
46	9.03	Road - C		7939	Square Metre
47	9.04	Road - D		10351.9	Square Metre
48	9.05	Road - E		11115.2	Square Metre
49	10	Providing and laying of tack coat using Emulsion bitumen (RS1 Type) at the rate of 3.00 Kg./ 10 Sqm. over the dry lean cement surface preparatory to another bituminous construction over it as per MORTH Vth Revision 111, 112, 501, 503, 900
50	10.01	Road - C		6	Square Metre
51	10.02	Road - E		47.25	Square Metre
52	11	Bituminous macadam of 50mm thickness which work shall consist of construction, in a single course of compacted crushed aggregates premixed with bituminous binder 60/70 grade bulk bitumen which will be procurred by the Contractor at the rate of 3.5 percent by weight of the total mix, to serve as base / binder couse, in accordance with the requirement of the specifications and in conformity with the drawing or as directed by the Engineer using approved CMP and paver finisher as per MORTH Vth Revision 111, 112, 501, 504, 900.
53	11.01	Road - A		188.19	Cubic Metre
54	11.02	Road - B		159.94	Cubic Metre
55	11.03	Road - C		397.27	Cubic Metre
56	11.04	Road - D		517.6	Cubic Metre
57	11.05	Road - E		556.17	Cubic Metre
58	12	Providing and laying 30 mm thick compacted Bituminous Concrete which shall consist of construction of a single course binder / wearing course on a previously prepared bituminous base to the requirements of the specification using 60/70 Grade bitumen as per MORTH Vth Revision 111, 112, 5012, 900
59	12.01	Road - A		112.92	Cubic Metre
60	12.02	Road - B		95.96	Cubic Metre
61	12.03	Road - C		238.88	Cubic Metre
62	12.04	Road - D		310.56	Cubic Metre
63	12.05	Road - E		333.7	Cubic Metre
64	13	Collection and supply of carted earth including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer for Berms with an average lead of 5 Km. as per MORTH Vth Revision 111, 112, 202, 301, 302, 303, 305, 900
65	13.01	Road - A		1045	Cubic Metre
66	13.02	Road - B		356.33	Cubic Metre
67	13.03	Road - C		693	Cubic Metre
68	13.04	Road - D		1715	Cubic Metre
69	13.05	Road - E		1960.61	Cubic Metre
70	14	Providing and erecting of Direction and Place Identification Retro - Reflectorised sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standard of IRC -67: 2012 and ASTM D 4956-09 specification and fixed over 2mm thick aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild Steel angle anbd suported on a mild steel angle post 75x75x6 mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x60cm size including cost and conveyances of all materials, equipment, Machinery and lobour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro- reflection as per Table 6.6 of IRC 67-2012.The retro - reflective sheeting shall be covered under 7 years warranty issued for filed performance and a certified copy of three years out door exposure report shall be obtained as per IRC 67:2012 as per MORTH &H 801) (for area more than 0.90sqm) for sign having\n
71	14.01	Road - A		5.4	Square Metre
72	14.02	Road - B		3.24	Square Metre
73	14.03	Road - C		6.48	Square Metre
74	14.04	Road - D		6.48	Square Metre
75	14.05	Road - E		6.48	Square Metre
76	15	Providing R.C.C M15 grade Precast KM Stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc complete as per MORTH Vth specification No.804
77	15.01	Road - C		2	Nos.
78	15.02	Road - D		2	Nos.
79	15.03	Road - E		2	Nos.
80	16	Providing R.C.C M15 grade Precast HM Stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc complete as per MORTH Vth Revision 804
81	16.01	Road - A		4	Nos.
82	16.02	Road - B		4	Nos.
83	16.03	Road - C		8	Nos.
84	16.04	Road - D		11	Nos.
85	16.05	Road - E		12	Nos.
86	17	Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall “W” beams posts and spacer channels shall be made by cold roll forming using HR confirm to IS 5986 FE 410/360 and dip galvanized having Zinc Mass of 550gms/sqm, minimum 950mm above road/ ground level fixed on ISMC series channel vertical post 150x75x75mm spaced 2m center to center 312mmx83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized confirming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer – in – charge.
87	17.01	Road - A		85	Running Metre
88	17.02	Road - E		75	Running Metre
89	17.03	RECONSTRUCTION OF RCC BOX CULVERTat Km. 0/6 of Road B, at Km. 0/2 of Road C, at Km. 0/4, 0/6 (i) (ii), 0/8, 1/4 & 1/10 of Road E
90	18	Dismantaling the existing brick / masonry in cement mortar walls salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., complete as per MORTH Vth Revision 111,112,202
91	18.01	Road - B		1.85	Cubic Metre
92	18.02	Road - C		1.85	Cubic Metre
93	18.03	Road - E		29.87	Cubic Metre
94	19	Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION as per MORT V Revision 304.
95	19.01	Road - B		31.2	Cubic Metre
96	19.02	Road - C		31.2	Cubic Metre
97	19.03	Road - E		239.97	Cubic Metre
98	20	Providing filling M Sand (Crushed stone sand) including cost and conveyance of M sand to work site laying and filling in layers tamping under optimum moisture content to get the maximum dry density including watering with all leads for good water and all other incidental charges etc., complete for as per MORTH Vth Revision
99	20.01	Road - B		5.16	Cubic Metre
100	20.02	Road - C		5.16	Cubic Metre
101	20.03	Road - E		35.31	Cubic Metre
102	21	Vibrated cement concrete M20 Grade (Nominal mix 1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for FOUNDATION OF BODY WALL (Below Sill Level) as per MORTH Vth Revision 1000, 1500, 1700, 2100.
103	21.01	Road - B		14.98	Cubic Metre
104	21.02	Road - C		14.98	Cubic Metre
105	21.03	Road - E		128.56	Cubic Metre
106	22	Vibrated Reinforced Cement Concrete M25 (Design mix (1:1.5:3) using HBG graded metal 20mm and below ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but includingcost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BOX CULVERT as per MORTH Vth Revision 1000, 1500, 1600, 1700, 2100.
107	22.01	Road - B		17.05	Cubic Metre
108	22.02	Road - C		17.05	Cubic Metre
109	22.03	Road - E		133.35	Cubic Metre
110	23	Supply and fabrication of steel grade Fe-500 required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills,hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges, etc., complete as per standard specification as per MORTH Vth Revision 1000, 1600.
111	23.01	Road - B		1.3	Metric Tonne
112	23.02	Road - C		1.3	Metric Tonne
113	23.03	Road - E		9.3	Metric Tonne
114	24	Vibrated cement concrete M20 Grade (Nominal mix 1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for SUBSTRUCTURE OF BOX CULVERT AND PARAPET (Above Sill Level) as per MORTH Vth Revision 1000, 1500, 1700, 2100.
115	24.01	Road - B		9.01	Cubic Metre
116	24.02	Road - C		9	Cubic Metre
117	24.03	Road - E		82.77	Cubic Metre
118	25	Filling behind Abutments and Wings with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including watering, with ali leads for water and al1 other incidental charges, etc., complete as per MORTH Vth Revision 304.
119	25.01	Road - B		7.46	Cubic Metre
120	25.02	Road - C		7.46	Cubic Metre
121	25.03	Road - E		60.87	Cubic Metre
122	26	Refilling the excavated earth complying with the standard specification for filling in the foundation trench includin labour charges etc., complete as per MORTH Vth Revision 304
123	26.01	Road - B		2.85	Cubic Metre
124	26.02	Road - C		2.85	Cubic Metre
125	26.03	Road - E		22.15	Cubic Metre
126	26.04	CONSTRUCTION OF RETAINING WALL at Km. 0/10, 1/10 & 2/8 of Road D
127	27	Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION as per MORTH Vth Revision 304
128	27.01	Road - D		240	Cubic Metre
129	28	Vibrated Cement concrete M20 Grade Nominal mix (1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for FOUNDATION RETAINING WALL (Levelling course) as per MORTH V 1000, 1500, 1700, 2100.
130	28.01	Road - D		60	Cubic Metre
131	29	Vibrated Cement concrete M20 Grade Nominal mix (1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for FOUNDATION RETAINING WALL (Below Sill level) as per MORTH V 1000, 1500, 1700, 2100.
132	29.01	Road - D		138.16	Cubic Metre
133	30	Vibrated Cement concrete M20 Grade Nominal mix (1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for BODY WALL OF RETAINING WALL (Above sill level) as per MORTH Vth Revision 1000, 1500, 1700, 2100.
134	30.01	Road - D		236.83	Cubic Metre
135	31	Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORTH Vth 2700
136	31.01	Road - D		100	Nos.
137	32	Refilling the excavated earth complying with the standard specification for filling in the foundation trench includin labour charges etc., complete as per MORTH Vth Revision 304
138	32.01	Road - D		277	Cubic Metre
139	33	Calculation of SubTotal, GST and Total carried out by system automatically
140	34	Sub Total Amount for above all items (excluding GST)		1	subtotal
141	35	GST 12% for above SubTotal Amount		1	gst

Upgradation Of Panchayat Union Roads / Panchayat Roads In Pattukottai ( H ) Nabard And Rural Roads Sub Division ( Package No . 47 ) , Pattukottai-Tamil Nadu

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